Draft_Statement of Work_LXEZ241049_20250515_25R0041.pdf

STATEMENT OF WORK

15 MAY 2025

Project #: LXEZ241049

Project Title: Repair Special Operation Wing (SOW) HQ Secure Facility Upgrade

Facility: B3537

Installation: Kadena Air Base, Okinawa, Japan

Preparer 718 CES/CENMC

Project Manager: Mr. Kelvonto Cooper

Date Prepared: 15 MAY 2025

Table of Contents

Contents

1 GENERAL INFORMATION

1.1 LEVEL OF CONSTRUCTION

1.2 PROJECT SUMMARY

1.3 PROJECT REQUIREMENT

1.4 GOVERNMENT FURNISHED EQUIPMENT/MATERIAL (GFE/GFM)

2 SITE CONDITIONS

2.1 WORK SITE LOCATION

2.2 AS-BUILT DRAWINGS

2.3 REGULATED BUILDING MATERIALS

2.4 USE OF LATRINE AND UTILITIES

3 PROJECT PHASING & SCHEDULE

3.1 PERIOD OF PERFORMANCE

3.2 POST-AWARD CONFERENCE

3.3 DESIGN

3.4 CONSTRUCTION

3.5 CONTRACT ADMINISTRATION

4 DESIGN REQUIREMENTS

4.1 DESIGN CRITERIA

5 SUBMITTAL REQUIREMENTS

5.1 GENERAL

5.2 SUBMITTAL DOCUMENT FORMAT

6 OTHER REQUIREMENTS

6.1 GENERAL

7 PRE-FINAL INSPECTION

7.1 FINAL INSPECTION

8 ENVIRONMENTAL COMPLIANCE CRITERIA

8.1 GENERAL ENVIRONMENTAL COMPLIANCE

9 DETAILED DESCRIPTION OF WORK

9.1 B3537 LXEZ241049

9.1.1 Civil:

9.2.1 Architectural:

9.3.1 Electrical:

9.4.1 Mechanical

9.5.1 Cybersecurity

9.6.1 Fire Protection

10 ACM / LBP-RELATED WORK

10.1 General

10.2 Abatement of Identified Materials

11 ATTACHMENTS

1 GENERAL INFORMATION

1.1 LEVEL OF CONSTRUCTION

This project is for the design and construction of facilities defined as Permanent Construction per Unified

Facilities Criteria (UFC) 1-200-01, paragraph 1-3.2.1, dated date (dtd) 17 December 2024.

1.2 PROJECT SUMMARY

The project scope consists of, but is not limited to, providing all field investigations, surveys, design, plant, labor, supervision, materials, equipment, supplies, transportation, third-party services, and incidental related work to design and execute construction work defined in this Statement of Work and the attached documents. The work includes all necessary finishing work to provide the Government with a final product that is fully functional and leaves no areas of the facility that appear incomplete or unfinished.

1.3 PROJECT REQUIREMENT

This project shall accomplish a design-build repair of B3537. Repair works herein describe proposed updates to room (RM) number 156 and 154 in building 3537 to accommodate a Joint Operations Center

(JOC) for the 353rd. Special Operation Wing (SOW). Repair to install electrical power outlets to support additional personnel and equipment. Repair to add supplementary cooling system to meet increased heat load. Repair to replace existing power cables and associated conduits, trays to support electrical load, as needed. Repair to install data cables and associated accessories. Repair to install a standalone cooling system with N+1 redundancy for major communications equipment in room number 154. Install the safety railing where it is not already present along the floor boundary of the mezzanine level of room 156.

Construct concrete slabs on the ground to install cooling units. Demolish electrical and mechanical components to facilitate repair work as needed. Construction phasing is required to complete room 154 as priority. All the work shall comply with Kadena Design Guide and Host Nation standards. No Asbestos

Containing Materials (ACM) and Lead Based Paint (LBP) contaminants identified in affected areas based on the recent test results. Sustainable principles, to include life cycle cost-effective practices, will be integrated into the design, development, and construction of the project in accordance with UFC 1-200-02, dtd 01 June 2022.

Work for the project is described in more detail in Section 8 of this Statement of Work. Sustainable principles, to include life cycle cost- effective practices shall be integrated into the design, development, and construction of the project(s) in accordance with the latest version of UFC 1-200-02, High Performance and

Sustainable Building Requirements, dtd 01 June 2022.

Construction activities may commence after the approval of the Quality Control Plan (QCP), Environmental

Protection Plan (EPP), and AF Form 103 (work clearance). The Contractor shall coordinate on-site safety requirements through the 718th Civil Engineer Squadron (718 CES).

1.4 GOVERNMENT FURNISHED EQUIPMENT/MATERIAL (GFE/GFM)

1.1.4 Four (4) vault doors will be Government furnished, Contractor installed.

1.2.4 Six (6) server racks

2 SITE CONDITIONS

2.1 WORK SITE LOCATION

a. See attached maps.

b. Affected facilities / infrastructure are:

(1) B3537

c. Occupancy of Premises

(1) Government personnel may occupy surrounding facilities not under active construction.

(2) The Contractor will have full access during authorized working hours and shall be responsible for securing the construction area daily.

2.2 AS-BUILT DRAWINGS

See attached drawings as a reference.

The Government bears no responsibility for the accuracy or completeness of these drawings. Contractors shall conduct field investigations of the affected facility to ascertain the actual existing conditions prior to beginning the design. The Contractor is solely responsible for any errors, omissions, delays, or additional costs attributed to the failure to do so.

2.3 REGULATED BUILDING MATERIALS

a. Asbestos Containing Material / Lead Base Paint (ACM/LBP)

b. The project may require sampling and testing of ACM/LBP. The Japan Environmental Governing

Standards (JEGS) will be followed during the sampling process and testing. See Attachment - Section 01

57 19.01 30, Temporary Environmental Controls – Kadena Air Base, dtd December 2024.

2.4 USE OF LATRINE AND UTILITIES

Contractor will have use of facility latrines during construction.

3 PROJECT PHASING & SCHEDULE

3.1 PERIOD OF PERFORMANCE

a. The Period of Performance (POP) allowed on this contract is detailed below. The Contractor shall be required to complete the entire work, ready for use. This includes pre-construction and material submittals, Government reviews, material procurement, unfavorable weather, and construction time. The time for completion shall include final cleanup of the premises.

Days for Design: 106 calendar days

Days for Construction: 331 calendar days (47 days concurrent with design)

Days for Contract Administration: 30 calendar days

Total POP 467 calendar days

b. Notice to Proceed. Day one of the contract performance is the day the Contracting Officer issues the

Notice to Proceed (NTP).

3.2 POST-AWARD CONFERENCE

a. Within 10 days of receiving the notice of award, the Contractor will schedule a post-award conference with the Contracting Officer, Civil Engineer Squadron (CE) Project Delivery Team, and other project stakeholders.

b. At the post-award conference, the Contractor shall submit a Project Schedule for review by the Government and re-submit updates, as necessary, until project completion.

c. During the meeting, the Contractor may ask any questions pertaining to the contract, including questions pertaining to the design, progress schedule, or other issues. If requesting changes to any elements of the contract, submit a written explanation justifying the change(s), accompanied by diagrams, technical data, and any other justifying documents to the Contracting Officer. The Government recognizes only those changes agreed upon in writing by the Contracting Officer as official changes to the contract.

3.3 DESIGN

a. Design Schedule

b. The design work shall be completed in accordance with the following sequence/timeframe. Written approval from Contracting Officer is required to proceed to the next level of design submittal. Contractor shall attend review meetings as scheduled.

DESIGN SCHEDULE SHALL BE COMPLETED WITHIN

Submit 65% Design Documents and Demolition Package

45 calendar days after NTP

Government 65% Design Review 14 calendar days after submission

Submit 95% Design Documents 30 calendar days after 65% design approval

Government 95% Design Review 10 calendar days after submission

Submit Revised 95% Design Documents 7 calendar days after 95% design approval

Design Subtotal: 106 calendar days

c. Design Review Meetings

(1) The Contractor shall attend meetings with the Government at the 65% and 95% design stage to discuss details of the design with Government stakeholders. Submit all required design documents just prior to, or at the onset of each meeting.

(2) The Contractor shall prepare all meeting minutes to document both party’s comments and distribute copies to attendees via email within 3-working days after each meeting.

(3) The Contractor shall provide a proper resolution for all legitimate issues brought up by Government reviewers and return the completed project comment sheet within 14 days.

3.4 CONSTRUCTION

a. Pre-Construction Conference: The Contractor shall request a pre-construction conference with the

Government no later than 35-calendar days prior to the start of on-site work.

b. Construction Schedule:

SITE WORK/CONSTRUCTION SCHEDULE SHALL BE COMPLETED WITHIN

a) Material Submittals: 30 calendar days after 65% design approval

b) Government Material Review: 14 calendar days

c) Procurement of Materials: 100 calendar days

d) Construction Time: 180 calendar days

e) Unfavorable Weather: 7 calendar days

Construction Subtotal: 331 calendar days

c. Follow the working hours and days listed in the specifications. Normal Construction Working Hours and

Workdays shall be from 0730 to 1800, Monday through Friday, excluding U.S. Federal holidays.

(1) Work outside of normal hours or days is prohibited without written approval of the Contracting

Officer.

(2) Federal Holidays are listed in the specifications.

d. Weather Delays: The Contractor shall provide a weather delay request within 10 days of unfavorable weather that caused the work delay per FAR 52.249-10(b)(2).

e. Start Work Notification

(1) No less than seven (7) days prior to the start of on-site work, the Contractor shall inform the

Contracting Officer and CE PM in writing of their intended start date. The Contractor must have a fully coordinated the Work Clearance Request (AF Form 103) and have received approval of the

Environmental Protection Plan (EPP) prior to being authorized to start on-site work.

(2) See specifications for details concerning the AF Form 103.

(3) See Section 01 57 19.01 30, TEMPORARY ENVIRONMENTAL CONTROLS, for details about drafting and submitting the EPP.

3.5 CONTRACT ADMINISTRATION

a. Close-Out

(1) All requirements of this contract including the design, submission and Government review of all documents, resolution of any design issues, material acquisition, on-site construction work, site clean-up, submittal of contract close-out documents, and return of the facility, ready for use, must be completed by the last day of the contract.

(2) Days for Contract Administration will be 30 calendar days.

4 DESIGN REQUIREMENTS

4.1 DESIGN CRITERIA

See specification section 01 33 16.00 10, DESIGN DATA AFTER AWARD.

5 SUBMITTAL REQUIREMENTS

5.1 GENERAL

a. See specification section 01 33 00, Submittal Procedures; and section 01 78 00, Closeout Submittals.

b. Submittals for all materials and shop drawings must be coordinated and approved by the 718th Civil

Engineer Squadron (718 CES) Project Manager (PM).

c. Project design will be coordinated with the 18th Contracting Squadron (18 CONS), the Using Agency, 718

CES and other agencies involved in project reviews.

d. The Contractor’s licensed Architects and Engineers shall stamp, date, and certify all professional design documents. Provide proper credentials prior to beginning design work. Construction documents must be stamped, signed and dated prior to construction and upon completion of the project.

e. Submit a Basis of Design document, that shows the design analysis calculations, for each construction discipline, with the 65% and 95% design submittal.

5.2 SUBMITTAL DOCUMENT FORMAT

See specification section 01 33 16.00 10, Design Data (DESIGN AFTER AWARD); section 01 78 00, Closeout Submittals; section 01 78 23, Operations and Maintenance Data; and section 01 78 24.00 10, Facility Data Requirements.

a. Submit all design documents at each stage of the design and acceptance process.

b. Provide two (2) sets for each submittal: one (1) set for 18 CONS/PKC (via electronically/DOD SAFE) and one (1) set directly to the 718 CES/CENM flight managing the project.

c. A set consists of one printed hard copy of each submitted document and a CD-R, DVD-R, or CD-ROM containing all of the documents.

d. Do not use media recorders that burn discs regionalized for Japan only. Media must be regionalized for the

United States or not regionalized at all.

e. Hard copies shall be submitted per the following schedule:

Submittal 35% sets

65% sets

95% sets

Revised

95% sets

1 B1 Drawings (full size) 1 1 1 1

2 Specification Package with AF IMT 66 2 2 2 2

3 Annotated Design Review Comments 1 1 1 1

4 Design Analysis/Calculations 2 2 2 2

5 CD-R (all contract documents) 2 2 2 2

6 Draft DD Form 1354 2

7 Draft Progress Schedule 2 2 2 2

8 Approved EPP 1 1

9 Detailed Cost Estimate (Contractor’s proposal) 1 1 1

6 OTHER REQUIREMENTS

6.1 GENERAL

The project engineer/PM, the user, and 18 CONS/PKC representatives shall accompany the Contractor to conduct joint job site inspection prior to initiation of the site work.

7 PRE-FINAL INSPECTION

The Contractor shall conduct a pre-final walk-through inspection in the presence of the COR and CE PM and publish the pre-final inspection findings in a pre-final inspection report. The pre-final inspection shall be conducted a minimum of 10 calendar days before the final inspection date. A Beneficial Occupancy

Determination (BOD) may be required for certain areas if it is in the best interest of the Government.

7.1 FINAL INSPECTION

a. The final inspection report shall certify that all Contractor construction contract requirements have been met.

b. The Contractor shall complete a DD Form 1354, Transfer and Acceptance of DoD Real Property, for

Government approval. Submit a draft version of the DD Form 1354 with the 95% design documents.

Submit an interim DD Form 1354 at the pre-final inspection and a final DD Form 1354 prior to final invoice. Prepare the DD Form 1354 in accordance with UFC 1-300-08, Criteria for Transfer and

Acceptance of DoD Real Property, dtd 03 April 2023.

8 ENVIRONMENTAL COMPLIANCE CRITERIA

8.1 GENERAL ENVIRONMENTAL COMPLIANCE

a. The Contractor shall draft and submit an Environmental Protection Plan (EPP) per specification section 01

57 19.01 30, TEMPORARY ENVIRONMENTAL CONTROLS, and comply with the plan during the entire period of performance.

b. Be advised that on-site construction work cannot begin until Government approval of the Contractor’s EPP.

The AF Form 103 Work Clearance Request will not be approved until the EPP is approved.

(1) Submit the above items early to avoid a delay in the construction schedule. The Contractor is solely responsible for any delays attributed to the Government’s disapproval of plans that do not meet the contract requirements.

c. REQUIREMENTS FOR HAZARDOUS BUILDING MATERIALS

(1) For unexpected discovery of hazardous building materials, comply with specification section 01 57

19.01 30.

d. Note: If required by Japan regulations to submit facility-specific asbestos survey data to the GOJ, first consult with 18 CONS and submit the completed GOJ PDF documents to the Contracting

Officer/Administrator and request authorization to release Government information. Upon written approval, submit the Government reviewed and returned PDFs only to the GOJ

9 DETAILED DESCRIPTION OF WORK

9.1 B3537 PROJECT NUMBER LXEZ241049

9.1.1 Civil:

a. Demolition/Removal

(1) Perform selective excavation as needed to support new work.

b. Construction

(1) Provide/Install reinforced concrete pad for new larger heating, ventilation, and air conditioning

(HVAC) system. Provide suitable grading backfill materials, sub-base, and base course, required joints.

(2) Provide/Install new décor block wall to accommodate new HVAC system.

9.2.1 Architectural:

a. Demolish/Removal

(1) Remove and store existing interior/exterior double door to include frames and all associated hardware and accessories. (RM 156)

(2) Remove finishes as necessary in Rm. 154 and 156 to prepare for new construction.

(3) Verify that all existing perimeter partitions are true slab to slab throughout extend of project.

(4) Remove cabinetry and plumbing fixtures located in Rm. 154, cap all plumbing as needed.

(5) Provide minimal wall penetrations to meet support other disciplines.

b. Construction

(1) Install railing to complete open portion at mezzanine to match existing.

(2) Build out offices with partitions per Government sketch.

(3) Infill wall to match surrounding construction at removed doors at Rm 156.

(4) Install slab to slab partition and door with CDX10 lock in Hall 141 in mantrap configuration.

Coordinate with 718 CES PM to coordinate location.

(5) Install GF doors per Government layout.

(6) Install solid core door with CDX10 lock at Rm. 154.

(7) Install plywood to interior service of wall; paint to match room finishes.

(8) All doors must be of a substantial nature and attached to equally substantial door frames.

(9) The frame shall be securely installed to the structure and no gaps should exist nor should the frame be flexible.

(10) Adjust door frames properly so that doors are level and will not drag against the floor when installation is complete.

(11) Extend any perimeter partitions found in 9.2.1.a.3 to meet the requirement for slab to slab.

9.3.1 Electrical:

a. Demolish/Removal

(1) Remove existing ceiling light fixtures, to include all attached components.

(2) Remove existing exit lights and all attached components.

b. Construction

(1) Reconfigure existing ATS_ JOC electrical panelboards, and other equipment intended to JOC shall be connected/tied into existing ATS.

(2) Provide new HVAC control panel to include all materials and other appurtenances required. This is to be tied into the emergency power.

(3) Provide power source to new HVAC for JOC room to include all materials and other appurtenances required. This is to be tied into emergency power.

(4) Provide GSA-Combination lock, double action to unlock the door. Construction code should be coordinated with User. Contractor shall work with User regarding GSA-Combination lock setting and configuration.

(5) Provide new LED ceiling lights in Rm. 156 to include all materials and other appurtenances required.

Ceiling lights should be suspended. Emergency type ceiling lights shall be provided and installed.

(6) Provide and install special convenience outlets to JOC, ground and mezzanine area to include main

TV monitor. Provide and install cabling and conduit to desks along the floor with protective rubber drop covers. Provide and install wall outlets that are to power at least 23 TVs. Convenience outlets are dedicated to electrical equipment’s, refer to attachment. All these are to be tied into the emergency power.

(7) Replace exit lights with LED lights to include all materials required.

(8) Provide power source to Computer Room Air Conditioner (CRAC) unit to service Rm. 154, to include disconnect switch and all materials required.

(9) Analyze emergency panels for 156 and 154. If new work overloads these electrical panels or any other panels above it, provide and install new as required.

(10) Provide and install five electrical outlets for computer racks that are meant to be placed in 154.

These are to be tied into emergency power

(11) Provide and install emergency shutoff switch for all outlets in room 154.

(12) Provide and install LAN/Phone ports and lines from 154 to all desks in 156.

(13) Refer to provided attachment regarding the actual number of convenience outlets required for this project. Installation of convenience outlets shall include all materials and other appurtenances required.

(14) Provide power to support IDS system for rooms 154 and 156 as referenced in UFC 4-010-05, dtd 26

May 2023.

9.4.1 Mechanical

a. Demolish/Removal

(1) Demolish/Remove/Replace existing mechanical system components as needed to support new work to include but not limited to ductwork, diffusers, and fittings.

b. Construction

(1) Provide stainless steel duct work when exposed to outside air and jacketed when installed on exterior of building.

(2) Provide / Install new ductwork to support new mechanical units as required.

(3) Install security grills at perimeter of project. Coordinate with security personnel for clarification on locations.

(4) Install CRAC unit to service Rm. 154

(5) Install refrigerant lines

(6) Provide HVAC testing, adjusting, balancing (TAB) and third-party commissioning for HVAC units.

(7) Provide DALT (Duct Air Leak Test) on the ductwork for both new and existing HVAC units.

(8) Provide all mechanical equipment with corrosion protection including manufacturer’s marine grade corrosion coating and in accordance with Kadena Design Guide Chapter 21: Corrosion Engineering.

Additionally, 316L stainless steel screws, and stainless-steel exposed parts/hardware shall be utilized to the maximum extent possible or as design constraints allow. And provide additional corrosion protection for exterior mounted equipment to comply with salt spray test of at least 5000 hours on coils and 10000 hours on frame in accordance with ASTM B117 and within the guidance provided by

Kadena Design Guide Chapter 21: Corrosion Engineering.

(9) All equipment shall be provided with proper clearance as required by manufacturer and all applicable codes.

(10) Exterior electrical disconnect for the condenser package unit shall be a National Electrical

Manufacturers Association (NEMA) 4X enclosure. All electrical conduits should be PVC coated ridged metallic conduit unless installed in dry location.

(11) Provide and install phenolic identification plates on all Equipment indicating operational status. The identification plates should be black background with white letters and beveled edges.

(12) Provide overhead electrical power and related works for the connection of new equipment installed by mechanical work.

(13) Provide labels for all electrical disconnects affected by this project. The electrical disconnect should be labeled which electrical panel that it originated from and equipment it serves.

(14) The Contractor shall electrically ground all equipment affected by this project as per the appropriate

National Electrical Code (NEC).

(15) The Contractor shall provide weather resistance printed sticker or engraved identification plate for all equipment installed stating the following information: Company name, company contact information, project number, warranty date.

(16) All equipment installed must be safely accessible, meeting Occupational Safety and Health

Administration (OSHA) standards and equipment manufacture recommendations.

(17) Design of equipment must consider safe access for routine maintenance and future replacement of installed system as well as meeting all minimum clearances to meet all applicable codes such as 3 ft clearance in front of all electrical components.

(18) Any exterior mounted equipment shall be designed to sustain typhoon winds. Condensers and package units shall be bolted to the concrete pad and have corrosion resistant typhoon straps anchoring the equipment to the concrete pad.

(19) Utilize Carrier manufacturer for new package unit size to be verified at 65% design. Unit to be provided and installed with additional accessories such as but not limited to UV-C light, phase monitor, dehumidifier, condensate overflow switch, hinged panels, and secondary coatings to provide sea spray resistance

9.5.1 Cybersecurity/Communications

a. Demolish/Removal

(1) Perform selective demolition as needed to support new work.

b. Construction

(1) Install and provide IDS for rooms 154 and 156 as referenced in UFC 4-010-05, dtd 26 May 2023.

(2) Provide/Install cable rack for cable management from rooms 156 to 154.

(3) Provide/Install Data communication system, incl. data/voice outlets, boxes, conduit & cable, 20 outlets/MSF

(4) Provide 3 each new voice and data ports to support new workstations, to include all necessary materials.

(5) Provide connectivity to all equipment shown in Government provided layout and AV drawings.

(6) Install Government furnished material: (6) network data racks. (Government will provide layout)

9.6.1 Fire Protection Work

a. Demolish/Removal

(1) Provide Qualified Fire Protection Engineer (FPE) as the Designer of Record (DOR) and qualified control representative for all fire protection design and work required for the facility to meet compliance and completion of the project as referenced in UFC 3-600-001 dtd 06 May 2021, NFPA

101 dtd 2024, and Kadena Design Guide.

(2) Survey the interior of the building and identify all existing spaces, walls, partitions, ceiling construction and all equipment located above ceilings to determine the appropriate routing of the new or extended sprinkler mains, branches, and head locations. Provide design to relocate any existing equipment necessary to install the new or extended sprinkler system such as conduit piping, ductwork, suspended ceiling system components, panels, light fixtures, mechanical equipment etc.

(3) Depending on the survey, and if necessary, upgrade or replace the existing fire alarm panel, annunciator panel(s) and other related components of the fire protection system based on capacity, compatibility, age, and condition. Also, provide system sequence of operations for integration of new fire alarm and sprinkler system into the existing HVAC system.

(4) If hazardous materials are detected during the survey the Contractor shall refer to section 8.1c, Requirements for Hazardous Building Materials for detailed removal and disposal directions.

(5) Remove all fire components in accordance with (IAW) FPE’s design (battery charger, Transmitter, alarm relays, pull stations, strobes, conduit, wiring, etc).

(6) Remove and store all acoustic ceiling tiles as required by replacement of fire sprinkler system.

(7) Repair all interior and exterior wall affected/damaged by Fire, Mechanical and Electrical work.

b. Construction

(1) Provide fully engineered and code approved design of the new or extended sprinkler system. Design shall include, but not limited to, a scaled layout of the new sprinkler piping and all related system components to include pump, etc. The system layout shall be shown on the current interior floor plan of the building and coordinated with the ceilings, lighting, HVAC ductwork, diffusers, wiring, conduit, and other obstructions.

(2) Provide entire facility with a full sprinkler coverage system IAW with required and advisory provisions of NFPA and UFC latest edition and by hydraulic calculations for uniform distribution of water over design area.

(3) Evaluate means of egress provisions and components for area of change occupancy (Including but not limited to occupancy load, exit capacity, exit width, travel distance, common path of travel, etc...)

(4) Include with each system materials, accessories, and equipment inside and outside building to provide each system complete and ready for use.

(5) Design and provide system to consider blind spaces, piping, electrical equipment, ducts and other construction and equipment in accordance with detailed shop drawings.

(6) Locate sprinkler heads in consistent pattern with ceiling grid, lights, and air supply diffusers. Any modification to the sprinkler placement and pattern shown on the drawings are the responsibility of the

Contractor.

(7) Devices and equipment for fire protection service: UL approved for use in wet pipe sprinkler systems.

(8) The Contractor is to provide complete hydraulic calculations that is to be part of the stamped certified engineer design during the 65%.

(9) Hydraulic calculations: to include as a minimum, the following:

(10) One line diagram schematics for each zone; indicating all nodes.

(11) Calculations showing pressure, residual and safety at each node.

(12) Area and heads being calculated, for each type of hazard.

(13) Pressure surplus at most remote head in calculated areas.

(14) Pipe sizing between each node.

(15) Location of sprinkler heads:

(16) Locate heads in relation to ceiling and spacing of sprinkler head not to exceed that permitted by

NFPA 13 hazard indicated.

(17) Uniformly space sprinklers on branch.

(18) Outside visual and notification devices shall be weatherproof.

(19) Light Emitting Diode (LED)-Type exit sign and arrow sign to direct exit location shall be provided over the door to each egress or adjacent to the substantial means of egress from the level of discharge.

(20) Install new, or tie into existing combined fire alarm/mass notification system and fire sprinkler system initiating devices. Systems will be installed and tested IAW the most current version of NFPA

72, UFC 3-600-01, dtd 6 May 2021 and UFC 3-601-02, dtd 18 April 2025.

(21) Provide all tests and submittals needed to provide a working fire protection system including, but not limited to, hydraulic calculations, shop drawings, as-built drawings, sprinkler system installer qualifications, fire protection related submittals, sway bracing, materials and equipment, storage batteries, spare parts, preliminary tests, final acceptance tests, preliminary test reports, final acceptance test reports, certification by the fire protection engineer, operating & maintenance data, operating & instructions, sanitation, and pipe core code marking.

(22) Integrate upgraded sprinkler system alarm, monitoring, and control devices into existing fire alarm system to include but not limited to tamper alarm switch, flow of water valves alarms and non-addressable alarm initiating, supervision and status monitoring devices, heat detectors, pull stations, strobes Local Operating Console, transmitter, etc including wiring, conduits, and all required items for

FACP supervision of the entire sprinkler system.

(23) Provide Fire Riser and Piping IAW with design requirement and NFPA.

(24) Provide painting, marking code and corrosion control for new sprinkler piping and fittings (exterior and interior).

(25) Remove, save, and protect all existing ceiling tiles and lighting fixtures for re-installation if affected by sprinkler system replacement work.

(26) All new piping installed shall be sealed where it passes through the walls of the structure and the material must afford the required fire rating. Details shall include method of sealing and the type of material to be use.

(27) Locate test/drain connections so that their discharge will not cause damage to the building or site.

Provide splash blocks where test and drain connections are discharged to grade. All test stations shall be in areas where testing does not affect occupants or programs and water discharge does not pool.

(28) The existing fire detection system must remain operational during the installation of the new system components and the installation of the new fire protection system.

(29) The Contractor shall restore building interior finishes impacted by the installation of the upgraded system to include, but not limited to, patching, caulking, painting and relocation of lighting, signage, alarms, ventilators, louvers, ceiling systems, etc necessary to install the sprinkler pipe, support attachment devices, sprinkler heads, and all other components of the system.

(30) The Contractor shall coordinate, through 18 CONS, with the base fire department, water shop, alarm shop, the user agency, and 718 CES for any installment work, testing and/or shut down of systems.

The Contractor shall coordinate any water and/or power outage necessary to complete construction at least 45 days prior to the outage date. The Contractor shall prepare a fire safety plan for construction work if required.

(31) The Contractor shall coordinate with base water shop, alarm shop, fire department and 718 CES for testing residual pressure, flow rate of existing waterlines, flow/pressure switch alarms and sanitation requirements such as flushing the lines, chemical treatment, and pipe cleaning. Readily removable fittings shall be provided at the end of all cross mains to facilitate the flushing process.

(32) Upon completion of the project, the Contractor shall test the complete fire sprinkler and detection system and adjust as necessary to secure all approvals. The Contractor shall identify the testing requirements such as, but not limited to, the hydrostatic test pressures, the test duration under pressure and the amount of allowable leakage per hour. The Contractor shall be responsible for coordination/scheduling of the test and shall provide all test results in a manual for reference.

10 ACM / LBP-RELATED WORK

10.1 General

a. The Contractor shall ensure all ACM/LBP related assessments, surveys, sampling, reporting, abatement plan design and execution, and waste disposal is conducted by trained and certified in accordance with the applicable Code of Federal Regulations (CFR) and the requirements in the specifications and supplements identified in the Statement of Work.

10.2 Abatement of Identified Materials

a. ACM/LBP findings are shown in the Government provided testing results. The project area is not shown to have any hazardous materials.

b. The Contractor shall evaluate government-provided records, the scope of work, and site conditions to identify the presence, location, and quantity of asbestos-containing material (ACM) and presumed asbestos-containing material (PACM), as well as lead-based paint (LBP) and other hazardous materials.

This evaluation shall include sampling and testing of suspected ACM/LBP in accordance with applicable

US federal and Japan regulations (specifically, the Japan Environmental Governing Standards - JEGS).

Based on these findings, the Contractor will define the Class of Work for each disturbance and develop appropriate removal, abatement, and disposal plans. For the purposes of abatement planning, the presence of ACM/LBP in any sampled material will be assumed to indicate the presence of ACM/LBP in all identical materials throughout the building.

11 ATTACHMENTS

1.1. General Specifications

1.2. Technical Specifications (containing the following:)

(718 CES standard electronic as-built naming 2018)

(KABI32-2001 – Fire Prevention and Protection)

(Kadena CADD Drawing Preparation and As-Built Submittal Standard)

(Title Block)

1.3. Environmental Specifications (containing the following:)

(SECTION 01 57 19.01 30, Temporary Env Controls (2024-12))

(SECTION 01 57 19.01, Temporary Env Controls (2020-03))

(SECTION 02 82 00 ACM (2019-08))

(SECTION 02 82 00.00 30, ACM SUPPLEMENT (2024-12))

(SECTION 02 83 00 LBP (2019-08))

(SECTION 02 83 00.00 30, LEAD SUPPLEMENT (2024-12))

(SECTION 02 84 16.01 30, Lamps-Ballasts (2024-12) v1.7)

1.4.A. Kadena Air Base Design Guide

1.4.B. KAB Design Guide Appendices_V.I

1.4.C. KAB Design Guide Appendices_V.II

1.4.D. Flow Relay Specifications

1.5. Work Site Location Maps_COMBINED

1.6. As-Built Drawings_COMBINED

1.7. Government Layout Sketch

1.8. AV Drawings_COMBINED

1.9. KAB Comprehensive ACM and LBP Report - B3537

1.10. Forms (AF3000, Checklist for DD1354, Project Review Comments form, AF66 example)